Loading...
36119r Legal Description Date Owner / Lessee / Tenant Miami Owner's Address 4>e72_ /i/4' Ac c r 7 Contracting Co. /4//41 f/ /Gf 7'74 ' Qualifier State # Municipal # krchiteet /Engineer ,9i2O &d2 Cc/Q/ Bonding Company Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION //(/S 7'ILt /977 ea ".1.../ e' /°' C 4'/i c t / -7 r77 ..J Estimated Cost(value) S 2 C,. P WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all ork will be performed to meet the standards of all laws regulating construction in this jurisd' ion. understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, •PING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informat •n is accurate and that all work will be done in compliance with all applicable laws regulating c truction ='nd zoning. ' the re, I authorize the above -nam; . ontractor to do the work stat Square Ft. ** * * * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 92 4,E RC Jr Tax Folio 11 3206 014 1410 Miami Shores Sec 2 Pa Lots 1- to 1-0 i-nc gik Let s4zc irregular 544420 4%,/,34--e7 ., tr / � L 33/ wit L,/ TA4 46'. CL/J7i(' r' SS# Phone 4:33- vjo-Z v' f�/A�ii =O/�17 Competency # 93I0jcv, Ins.Co. 1441' Q/2 rAfir, Ce a/Zotta Siure of ppwner and /or Co ' do President Date: Notary as to Owner and /or Condo President My Commission Expires: .. • . Carol S Stabs STATE X5/6/95 * ** *. BONDED** ** 4>e4., shares Presbyterian Church Address Address /23 S - Address Master Permit # �1 Phone 54 / ,L, 33/75 Address Da Si ature of Contractor or Owner- Builder •A l (4`t'e 2 * * * E xpirL S WOOS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC324130 COMMISSION EXQ. OCT. 174997 TOTAL! DUE i er ** RADON C.C.F. NOTARY Fire Other Zoning Building Mechanical Plumbing Engineering Electrical F : i 4 r r f A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 3206 014 1410 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. r 1. Legal description of property and street address: 2. Description of improvement: 1/W S % ®1 r 3. Owner(s) name and address: Miami Shores Presbyterian Church Interest in property: Owner Name and address of fee simple titleholder: 4. Contractors name and address: ((/OG Lni/.] LA (t 2 -. 47 fvlt/ 3 s ' e ,riles r'4' 5. Surety:(Payment bond required by owner from contractor, Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) re of Owner rint Owners Name Miami Shores Presbyteria Sworn to and subscribed before me this 6 day of Notary Public Print Notary's Name My Commission Expires: C a. } - , n 1 .S. s/k1 r9„5 `MATE OF FLORIDA: COUNTY (IF pAgE HUM cft7f y that this is a tys ESPY If t oriptwalRlad Whig efflso en ' "` d or WiIN SS my hand and Mal& Asal, HARVEY ' , N,CLERK, of ca ay NOTICE OF COMMENCEMENT 602 N_E_ 96 St_ Dias, FL 33138 u e f/'6'r? ,f �e /ve, / 3Uzi u L if any) Church rl),199Y Prepared by: Address: Cgrol S Stobs STATE OF FLORIDA My cow Expb /6/95 BONDED'' 123.01 -52 2/93 METRODADE r PRODUCT CONTROL NOTICE OF ACCEPTANCE Willard Shutter Co., Inc. 4420 N.W. 35 Ct. Miami, FL 33142 Your application for Product Approval of Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Al- Farooq Corp. along with Drawing No. 93 -51 dated 11/03/93 and revised on 12/29/93; Engineering Calculations dated 10/26/93 and revised on 12/29/93; all signed and sealed by Dr. Humayozin Farooq, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et seq. and the Standard Conditions on Page 3 The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted'affecting this component or roof system ACCEPTANCE No.: 93- 0630.06 EXPIRES : 05/29/94 ** PLEASE NOTE ** THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. t APPROVED: 01/24/94 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 roduct Control Division Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County • Willard Shutter Co. ACCEPTANCE NO.: 93- 0630.06 APPROVED : ;IAN 2 4 1994 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 MAY 2 91994 1. This approves an aluminum (alloy 3003 -H16) or steel (F = 40 ksi min.) storm panel designed for the following locations: a. Non - coastal building zone. b. Coastal building zone. 2. The design will be dependent on the design load /span panel performance chart outlined on drawing No. 93 -51 Sheet 2 of 2 and the anchor selection charts and corresponding spacing charts contained in drawing No. 93 -51 Sheets 1 and 2 of 2. M 3. The storm panels shall be installed as indicated on approved drawing No. 93 -51 Sheets 1 and 2 of 2. Components shall be 6063 -T6 aluminum alloys as indicated on drawing. The panels shall be constructed and installed in accordance with approved detailed drawing No. 93 -51 Sheets 1 and 2, bearing the Dade County Product Control stamp. 4. Each unit shall bear a permanent label with the manufacturer's name or logo. 5. Application for building permit shall be accompanied by two copies of the following: a. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters. b. Duplicate prints of approved drawings No. 93 -51, Sheets 1 and 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. Gil Diamond, P.E. Supervisor Product Control Division • Willard Shutter Co. ACCEPTANCE NO.: 93- 0630.06 APPROVED • JAR 2 4 1994 EXPIRES : MAY 2 9 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 93 -51, Sheet 1 and the corresponding spacing charts on Sheet 2. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. 7. Pemianbnt set fastener components, embedded anchor bolts, threaded comes or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 2a Gil Diamond, P.E. Supervisor Product Control Diyision DEMON LOADS - P5? SOME M ERIDA DID6. CODS (1850) CHART TO USE STANDARD EXPOSURE COASTAL EXPOSURE ELEV. FT. ALL BLESS. BLIIOS S 60' ELMS ) 60' INTER108 END INTERIOR END 0 - 5 24.2 244 284 26.4 41.8 5 - 15 29.7 30.2 35.1 32.4 51.3 15 - 25 36.3 37.0 42.9 394 62.7 25 - 35 40.7 41.4 481 44.4 70.3 35 - 55 45.1 45.9 55.3 49.2 77.9 55 - 75 50.6 - - 55.2 87.4 75 - 100 55.0 - - 60.0 95.0 100 - 150 60.5 - - 66.0 104.5 150 - 250 69.3 - - 754 119.7 0.640 12.000 •• 1.750 1.750_ 4.250 STAINLESS STEEL CUP 2" MIN. WALL MOUNT ANCHORS - 2.938 + 0.062 BASE SEE NOTE #6 SEE NOTE #6 RETAINING CUPS 0 6" 0.C. �:rT:xii_iri37 E■argrixiiq 0 ©IIIMI0 - -- --- --M ANCHOR WALL MOUNT HEADER 6063 -T6 CONCRETE ANCHOR A B C CHART POP RIVETS 3/16" ALUM. W/ STEEL MANDREL 12" 0.C. UP TO 70 PSF LOAD 10" 0.C. ABOVE 70 PSF 1/ 3" MAX. 1• •v CEIUNG MOUNT HEADER 6063 -T6 d • 3" x 3" x .075 GALV. STEEL ANGLE USE CHART 3 FOR ANCHORS 3'x3"x1/8" ALUM. ANGLE 6063 -T6 USE CHART 4 FOR ANCHORS 1/4" RAWL CALK -IN (ANCHOR CO ANCHORS - SEE WALL MOUNT DETAIL AT LEFT PANEL 0.062 FORMED ALUM. CHANNEL 1" MAX. . 4 ` .. • da- Q #8 TEKS 018 0.C. ANCHORS SEE WALL MOUNT DETAIL AT LEFT 1/4" STUD W/ WING NUT & WASHER 0 12" O.C. 2' x 2" x 1/8" ALUM. ANGLE 6063 -T6 SEE SWEET 2 7OE EXPL0*JLT1ON Oa-E1J, Z00E5 FOR ASCE 7 -88 WIND LOAD REQUIREMENT REFER TO SEPARATE TABLES ANCHOR ®= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR e®= #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1Ya" £M900m047- ANCHOR ©= 1/4" x 1 -1/4" HILTI METAL HIT ANCHORS 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0= 1/4" RAWL CALK -IN W /TOTAL $$KHOZ BODY INTO CalCEETE ANCHOR EQ= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (54....47) NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL BLDG. CODE 1988 EDITION FOR DADE COUNTY, 199Z EDITION FOR BROWARD COUNTY ALSO FOR WIND LOADS AS PER 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, & SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6. PANELS SHALL BE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH 40 KSI 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS. AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. B. DESIGN CRITERIA FOR PANELS: MAX DEFLECTIONS L /30 OR 2" 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. # SEE DWG., ARC 94-o/ CONCRETE ANCHOR D CHART 7 2 2 7 rr Z 9 9994 c 0 93 0 c 1 Q 0 d . m 0 00 CO a 3 A 4 1 5 1 sheet 1 of � J draw ng no. 93 -51 CHART TO USE ANCHOR CONC. BLOCK WDDD A 5 5 - B 5 . - - C 5 5 - E - - 5 0.640 12.000 •• 1.750 1.750_ 4.250 STAINLESS STEEL CUP 2" MIN. WALL MOUNT ANCHORS - 2.938 + 0.062 BASE SEE NOTE #6 SEE NOTE #6 RETAINING CUPS 0 6" 0.C. �:rT:xii_iri37 E■argrixiiq 0 ©IIIMI0 - -- --- --M ANCHOR WALL MOUNT HEADER 6063 -T6 CONCRETE ANCHOR A B C CHART POP RIVETS 3/16" ALUM. W/ STEEL MANDREL 12" 0.C. UP TO 70 PSF LOAD 10" 0.C. ABOVE 70 PSF 1/ 3" MAX. 1• •v CEIUNG MOUNT HEADER 6063 -T6 d • 3" x 3" x .075 GALV. STEEL ANGLE USE CHART 3 FOR ANCHORS 3'x3"x1/8" ALUM. ANGLE 6063 -T6 USE CHART 4 FOR ANCHORS 1/4" RAWL CALK -IN (ANCHOR CO ANCHORS - SEE WALL MOUNT DETAIL AT LEFT PANEL 0.062 FORMED ALUM. CHANNEL 1" MAX. . 4 ` .. • da- Q #8 TEKS 018 0.C. ANCHORS SEE WALL MOUNT DETAIL AT LEFT 1/4" STUD W/ WING NUT & WASHER 0 12" O.C. 2' x 2" x 1/8" ALUM. ANGLE 6063 -T6 SEE SWEET 2 7OE EXPL0*JLT1ON Oa-E1J, Z00E5 FOR ASCE 7 -88 WIND LOAD REQUIREMENT REFER TO SEPARATE TABLES ANCHOR ®= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR e®= #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1Ya" £M900m047- ANCHOR ©= 1/4" x 1 -1/4" HILTI METAL HIT ANCHORS 1 EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0= 1/4" RAWL CALK -IN W /TOTAL $$KHOZ BODY INTO CalCEETE ANCHOR EQ= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (54....47) NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL BLDG. CODE 1988 EDITION FOR DADE COUNTY, 199Z EDITION FOR BROWARD COUNTY ALSO FOR WIND LOADS AS PER 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, & SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6. PANELS SHALL BE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH 40 KSI 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS. AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. B. DESIGN CRITERIA FOR PANELS: MAX DEFLECTIONS L /30 OR 2" 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. # SEE DWG., ARC 94-o/ CONCRETE ANCHOR D CHART 7 2 2 7 rr Z 9 9994 c 0 93 0 c 1 Q 0 d . m 0 00 CO a 3 A 4 1 5 1 sheet 1 of � J draw ng no. 93 -51 m 3 N 60 ' 70 m r m 0 m 6, m N ANCHOR SPACING CHART 1 CCA :2 :a' THRU 21" SPAR: 80 90 100 SLAT SPAN - INCHES 110 06880 18 -9-43 24" MA ANCHOR SPACING CHART 5 XWCA -2 ANCHOR SPACE 60 70 80 90 100 SLAT SPAN - INCHES 110 120 120 m m m 61 m N m r N ANCHOR SPACING CHART 2 XFtB.3 68 70 88 90 108 SLAT SPAN - INCHES 60 70 80 90 100 SLAT SPAN - INCHES RGURE A CLASS 1 BL01 BULD0463 MM MEAN ROOF H00*4T LESS THAN OR EQUAL TO 80 FL E - 20* OF SIMMUN MN OR 0.8h. WFICHEVER 0 SMALLER. BUT NOT LESS DIAN 8S OF M ANUS WIDTH OR 8 FT.. RE PEGINIELY. FIGURES A & B SOUTH FLORIDA BUILDING CODE LEGENQ E = END ZONE I = INTERIOR ZONE h = MEAN ROOF HEIGHT WALL ELEVATION FIGURE Q CLASS 2..BU8DINS BU2300S WHIN MEAN ROOF HEIGHT MO/ER TWIN HO FE E - 108 OF MOWN WIDTH OR SOS OF WEAN KOOKS. h. WHIOUNIR 0 SMALLER. WIDTH ROOF PLAN 1[6,6,80 110 ANCHOR SPACING CHART 6 IL 11111 110 10.9 -w 120 120 NOTESs AN1 ANCHOR D ANCHOR E m r N 60 • • • • 12" 4" ANCHOR TIIR.i 2: ANCHOR SPACING CHART 3 x6, -1 DACE 60 70 80 90 I00 SLAT SPAN - INCHES ANCHOR SPACING CHART 7 70 80 9B 100 SLAT SPAN - INCHES 110 1.10 is ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. ANCHOR A s 1/4" TAPCON, 1 -1/2" ESMEDMENT TO CITE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR B s *14 9ME W/RAWL SCRU -LEAD SHIELD INTO CONCRETE 1 - /8 EMBHiDMEWT ANCHOR C s 1/4" x 1 -1/4" HILTS METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK 120 120 2: USE PANEL PERFORMANCE BRASH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. s6, LIMITATIONS USEE CHART 1 OFR A F t REQUIREMENTS Milk 1MEA0e2fs:u 5T0C » 4: THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS IMPOSED BY • THE SHUTTER SYSTEM. 9 0 m m m m 6,7 a 1/4° RAWL CALK -IN INTO CONCRETE ., TOTAL ANCHME DOW IWO C64C2ErC. *14 EMS INTO WOOD, 1 -1/2° MINIMUM EMBEDMENT 3.6••.4 ms 60 70 80 90 1 SLAT SPAN - INCHES PANEL PERFORMANCE CHART 60 70 80 90 100 PANEL SPAN - INCHES 11 0 110 120 2 Z 0 1- °o CL rs CC O n o° • 2 m °° 0 2 81 IA� C Q0 a 08 if m ¢ O u. w03 LLlu Q w ,- I� 8VNV18 f•10. 93 —51 sheet or Z XHILLPAN i ieim!. ►Lit 1. ■ 1111■ `i UM EMI 111111111 101i1i\i1i1i_ ■iiiiiiiii I 1111101 i ■■ : • 'I ■■ Mal ■, ,,11_'6, II III 050111111 ��, NM ILI ill II IS �. %' 36 S EEL lilLs\ m 3 N 60 ' 70 m r m 0 m 6, m N ANCHOR SPACING CHART 1 CCA :2 :a' THRU 21" SPAR: 80 90 100 SLAT SPAN - INCHES 110 06880 18 -9-43 24" MA ANCHOR SPACING CHART 5 XWCA -2 ANCHOR SPACE 60 70 80 90 100 SLAT SPAN - INCHES 110 120 120 m m m 61 m N m r N ANCHOR SPACING CHART 2 XFtB.3 68 70 88 90 108 SLAT SPAN - INCHES 60 70 80 90 100 SLAT SPAN - INCHES RGURE A CLASS 1 BL01 BULD0463 MM MEAN ROOF H00*4T LESS THAN OR EQUAL TO 80 FL E - 20* OF SIMMUN MN OR 0.8h. WFICHEVER 0 SMALLER. BUT NOT LESS DIAN 8S OF M ANUS WIDTH OR 8 FT.. RE PEGINIELY. FIGURES A & B SOUTH FLORIDA BUILDING CODE LEGENQ E = END ZONE I = INTERIOR ZONE h = MEAN ROOF HEIGHT WALL ELEVATION FIGURE Q CLASS 2..BU8DINS BU2300S WHIN MEAN ROOF HEIGHT MO/ER TWIN HO FE E - 108 OF MOWN WIDTH OR SOS OF WEAN KOOKS. h. WHIOUNIR 0 SMALLER. WIDTH ROOF PLAN 1[6,6,80 110 ANCHOR SPACING CHART 6 IL 11111 110 10.9 -w 120 120 NOTESs AN1 ANCHOR D ANCHOR E m r N 60 • • • • 12" 4" ANCHOR TIIR.i 2: ANCHOR SPACING CHART 3 x6, -1 DACE 60 70 80 90 I00 SLAT SPAN - INCHES ANCHOR SPACING CHART 7 70 80 9B 100 SLAT SPAN - INCHES 110 1.10 is ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. ANCHOR A s 1/4" TAPCON, 1 -1/2" ESMEDMENT TO CITE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR B s *14 9ME W/RAWL SCRU -LEAD SHIELD INTO CONCRETE 1 - /8 EMBHiDMEWT ANCHOR C s 1/4" x 1 -1/4" HILTS METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK 120 120 2: USE PANEL PERFORMANCE BRASH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. s6, LIMITATIONS USEE CHART 1 OFR A F t REQUIREMENTS Milk 1MEA0e2fs:u 5T0C » 4: THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS IMPOSED BY • THE SHUTTER SYSTEM. 9 0 m m m m 6,7 a 1/4° RAWL CALK -IN INTO CONCRETE ., TOTAL ANCHME DOW IWO C64C2ErC. *14 EMS INTO WOOD, 1 -1/2° MINIMUM EMBEDMENT 3.6••.4 ms 60 70 80 90 1 SLAT SPAN - INCHES PANEL PERFORMANCE CHART 60 70 80 90 100 PANEL SPAN - INCHES 11 0 110 120 2 Z 0 1- °o CL rs CC O n o° • 2 m °° 0 2 81 IA� C Q0 a 08 if m ¢ O u. w03 LLlu Q w ,- I� 8VNV18 f•10. 93 —51 sheet or Z ANCHOR SPACING CHART 4 x,CO - 2 i ieim!. ►Lit 1111■ `i \i■►i ■■■■ 111111111 101i1i\i1i1i_ ■iiiiiiiii i ■■ : • ■■ ■, ,,11_'6, m 3 N 60 ' 70 m r m 0 m 6, m N ANCHOR SPACING CHART 1 CCA :2 :a' THRU 21" SPAR: 80 90 100 SLAT SPAN - INCHES 110 06880 18 -9-43 24" MA ANCHOR SPACING CHART 5 XWCA -2 ANCHOR SPACE 60 70 80 90 100 SLAT SPAN - INCHES 110 120 120 m m m 61 m N m r N ANCHOR SPACING CHART 2 XFtB.3 68 70 88 90 108 SLAT SPAN - INCHES 60 70 80 90 100 SLAT SPAN - INCHES RGURE A CLASS 1 BL01 BULD0463 MM MEAN ROOF H00*4T LESS THAN OR EQUAL TO 80 FL E - 20* OF SIMMUN MN OR 0.8h. WFICHEVER 0 SMALLER. BUT NOT LESS DIAN 8S OF M ANUS WIDTH OR 8 FT.. RE PEGINIELY. FIGURES A & B SOUTH FLORIDA BUILDING CODE LEGENQ E = END ZONE I = INTERIOR ZONE h = MEAN ROOF HEIGHT WALL ELEVATION FIGURE Q CLASS 2..BU8DINS BU2300S WHIN MEAN ROOF HEIGHT MO/ER TWIN HO FE E - 108 OF MOWN WIDTH OR SOS OF WEAN KOOKS. h. WHIOUNIR 0 SMALLER. WIDTH ROOF PLAN 1[6,6,80 110 ANCHOR SPACING CHART 6 IL 11111 110 10.9 -w 120 120 NOTESs AN1 ANCHOR D ANCHOR E m r N 60 • • • • 12" 4" ANCHOR TIIR.i 2: ANCHOR SPACING CHART 3 x6, -1 DACE 60 70 80 90 I00 SLAT SPAN - INCHES ANCHOR SPACING CHART 7 70 80 9B 100 SLAT SPAN - INCHES 110 1.10 is ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. ANCHOR A s 1/4" TAPCON, 1 -1/2" ESMEDMENT TO CITE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR B s *14 9ME W/RAWL SCRU -LEAD SHIELD INTO CONCRETE 1 - /8 EMBHiDMEWT ANCHOR C s 1/4" x 1 -1/4" HILTS METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK 120 120 2: USE PANEL PERFORMANCE BRASH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. s6, LIMITATIONS USEE CHART 1 OFR A F t REQUIREMENTS Milk 1MEA0e2fs:u 5T0C » 4: THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS IMPOSED BY • THE SHUTTER SYSTEM. 9 0 m m m m 6,7 a 1/4° RAWL CALK -IN INTO CONCRETE ., TOTAL ANCHME DOW IWO C64C2ErC. *14 EMS INTO WOOD, 1 -1/2° MINIMUM EMBEDMENT 3.6••.4 ms 60 70 80 90 1 SLAT SPAN - INCHES PANEL PERFORMANCE CHART 60 70 80 90 100 PANEL SPAN - INCHES 11 0 110 120 2 Z 0 1- °o CL rs CC O n o° • 2 m °° 0 2 81 IA� C Q0 a 08 if m ¢ O u. w03 LLlu Q w ,- I� 8VNV18 f•10. 93 —51 sheet or Z THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Aut"o•iied Signature Date • WITH NO VARIANCES • WITH NO OTHER DEVIATIO''S FR ', THE ORDINANCES WILL BE PE.,::,ii iED ALL OTHER APP; ICABI.E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PURic WORXS PQ' ICE DEP ART1Eii T BUl! DI !G DIRECTOR ♦ 4 4 PLANI.ING & ZJNI;:G 60: -10 VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL* REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDII`! Y CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD- 1 ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.